目录1.编制依据····································12.工程概况····································13.施工前准备···································23.1.材料·····································23.2.施工条件···································23.3.机具配备计划·································24.施工工艺····································24.1.构造做法···································24.2.施工工艺···································44.3.质量标准···································74.4.模板拆除质量的要求······························84.5.施工注意事项·································95.模板安装及混凝土浇筑方法和有关注意事项·····················96.支模监测···································107.质量保证措施·································108.施工安全措施·································108.1.一般安全措施·································108.2.混凝土浇筑安全针对性措施···························128.3.检查与验收··································128.4.雨季施工措施·································138.5.防台风措施··································149.安全应急救援预案·······························149.1.安全事故应急救援架构·····························149.2.发生高处坠落事故应急救援···························159.3.发生支模坍塌应急救援·····························169.4.触电事故救援·································169.5.火灾事故应急救援·······························1710.梁板模板计算书································1810.1.250×600梁（边梁）模板板扣件式钢管支撑计算书·················1810.2.400×700mm梁模板扣件式钢管支撑计算书·····················2610.3.150mm楼面模板扣件式钢管支撑计算书······················3311.附图·····································39屋面梁板高支模区域图M-01屋面梁板高支模区域结构布置图M-02屋面梁板高支模立杆平面布置图M-03屋面梁板高支模纵横向水平杆布置平面图M-04屋面梁板高支模剪刀撑布置平面图M-05屋面梁板高支模监测点布置平面布置图M-06屋面梁板高支模1-1剖面及模板支模大样图M-07屋面梁板模板大样图M-081.编制依据(1)依据建设方提供设计图纸以及设计变更及图纸会审；(2)《工程测量规范》GB50026-2007；(3)《混凝土结构工程施工质量验收规范》GB50204-2002（2011年版）；(4)《建筑施工安全检查标准》JGJ59-2012；(5)《施工现场临时用电安全技术规范》JGJ46-2005；(6)《建筑施工高处作业安全技术规范》JGJ80-1991；(7)《建筑工程施工质量验收统一标准》GB50300-2001;(8)《混凝土结构工程施工规范》GB50666-2011；(9)《建筑施工扣件...
